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7063gn For,the construction of pub works improvements in con Finance Revenue Code E-1 4 Uil. OACHMENT PERMIT PUB ORKS CONSTRUCTION o 5 2001rbs, drivewa p vements, sidewalks, parking lots, sewers, water mains and other like public VEM TS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:March 21, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Griffin Ranch TM 32879-2; Avenue 54 and Madison Street PURPOSE OF CONSTRUCTION: Offsite street improvemetns on Avenue 54 �a DESCRIPTION OF CONSTRUCTION: See PSN 07039 and 07040 INEItIE® DIMENSION OFINSTALLATION OR REMOVAL: NA APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:July 20, 2007 ESTIMATED CONSTRUCTION COST: $529,723.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: ** Golden State Concrete 31500 Grape St. #3-360 Lake Elsinore, CA 92532 State: 817978 City: 1011370 In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Sig ture 6f Applf6drit or Agent Trans West Housing - Marty Butler 47120 Dune Palms Road Suite C La Quinta, CA 92253 777-4307 ext 116 277-0334 Name of Applicant (please print) Business Address Telephone No. Zoltan Grading and Paving ** 2nd contractor listed above** 15060 Cholla Rd Whitewater, CA 92282 (760) 251-5113 Name of Contractor and Job Foreman Business Address Telephone No. 746535 3857 Contractor's License No. City Business License No. Century Surety Insurance Company CCP 441286 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $15,892.00 $100.00 $ 0 ,000.00) $0 $16,992.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7063 DATE APPROVED: APRil, 66-0 oo-7 EXPIRATION DATE: BY: 5 '___1X . Administrative Authority �,�,aurHrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: ,I -/ Tract No: 3 a �' °% % _�Project Name: Vicinity: Purpose of Construction (i.e.: Rough Grading, Mite Street, etc.) Description. of Construction (i.e.: See Plan Set No. 01234) r Dimension of Installation or Removal: Approximate Construction Start Date: . Approximate Construction Completion Date: Estimated Construction Cost: $ lr Estimated Construction Cost shall include the removal of all obstnu placing permanent resurfacing and or replacing improvements Contact Name: Name .of Applicarit/Owner: Applicant Address: // Applicant Telephone Number: Applicant E-mail Address: Name of Contractor: _ 70 - Contractor Address: I So ion l,Gtoit Contractor Telephone Number: S 1 S Contractor State License Number:. —7 t Contractor City Business License Number: _ Contractor E-mail Address: as, materials, and debris, back -filling; compaction Number: r S ,fie fS,iuvt W k4wa4e,r 12282 rx S t, 1f.3- 306 U_ £iS;Yto w- 52�3Z ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contr ctor General Liability Insurance Company: y Izs Applicant or Contractor G eral Liabili Insurance Policy Number: alb. ,Sk1k, ' Office Use Only: Inspection Fee- 1.570 y r�— Permit Fee: 0 d � loo As -Built Deposit: (06 0 Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Office Use Only: Assigned Permit Number. 7 O /_ Approval Date: Expiration Issue Date: Administrative Authority: FOR PERMfr.doc t � , to a a raR . .•\ �ti • •1 I r � � _ a i 4 Griffin Ranch Transwest Housing Tract No. 32879 Offsite and Onsite Improvement Plan Estimate December 16, 2005 zRof`ii�Gfadin 4 " UN1LlIJ%�tYINIT CQScTOTAtCOS f.. Construct 6' Precision Block Garden Wall with Stucco Finish LF 8,402 $ 75.00 $630,150.00 Construct Fire Lane Markers Per Detail D on Sheet 19 EA 10 $ 250.00 $2.500.00 Construct 6' Tan Slump Block Garden Wall LF 2,590 $ 75.00 $194,250.00 Construct 5' Omamental Iron View Fence and Retaining Wall. LF 3,865 $ 80.00 $309 200.00 Construct 8' Garden Wall Per Detail A on Sheet 19 LF 291 $ 85.00 $24,735.00 Construct Tan Orco Block Retaining Wall LF 2,207 $ 100.00 $220,700.00 Install 12" HPDE Storm Drain LF 692 $ 60.00 $41,520.00 Install ADS 18" Inline Drain or Approved Equal EA 3 $ 500.00 $1,500.00 Install Hancor 12" X 90" 2 Miter Elbow or Approved Equal EA 1 $ 400.00 $400.00 Install Hancor 12" Tee or Approved Equal EA 2 $ 400.00 $800.00 Install Hancor 12" X 45" Bend or Approved Equal EA 1 $ 400.00 $400.00 Construct Concrete Swale Per Detail F on Sheet 19 SF 3,297 $ 4.00 $13 188.00 Construct Storm Drain Bubbler Per Detail E on Sheet EA 1 $ 500.00 $500:00- Sutitotaikfg�Rou ":hTGradlr► '_QJaii's; - ', $_1�439 843`t10. 15% contingency2 5 976.45 Total $1,665,819.45 Unsife;St[eet,lm'�co�ementPElans- _•� �__ - - - " ,;:. � � i3:' ' D`escrF tton '� _ _ ¢< :umi Q(�JINTITY a �UNIT�G_ CAST QT/Yl 3" A.C. Pavement over 4 1/2 Crushed AB SF 978,723 $ 2.10 $2 055 318.30 Construct 6" Curb and Gutter Per the Cityof LQ LF 5,149 $ 11.00 $56,639.00 Construct 6" Median Curb Per the Cityof LQ LF 403 $ 9.00 $3,627.00 Construdt"VVVeif e-Cuib......................................... 1F 42,969 $....... 11:00 $472,6b9�0. Construct P.C.C. Cross Gutter Per the Cityof LQ SF 16,854 $ 8.00 $134,832.00 Construct Transition From 6" Wedge Curb to 6" Curb and Gutter LF 750 $ 12.00 $9,000:00 Construct Gutter Depression for Curb Opening Catch Basin EA 29 $ 500.00 $14,500.00 Construct Curb Opening Catch Basin EA 29 $ 4,000.00 $116,000.00 Construct 12"x12" P.C.C. Ede Band LF 9,826 $ 4.00 $39.304.00 Construct Transition From 12'k12" Edge Band of 6" Curb and Gutter LF 60 $ 12.00 $720,00 Install Street Name Sin Per the City of LQ EA 30 $ 345.00 $10 350.00 Install Stop Sign Per the City of La Quinta EA 30 $ 250.00 $7 500.00 Construct 8" PCC with #4 Bars at 30" O.C. over 4" Crushed AB SF 92,577 $ 5.00 $462 885.00 Install Blue Raised Pavement Marker 6" off Centerline. EA 99 $ 10.00 $990.00 Install Yield and Roundabout Signs EA 7 $ 250.00 $1 750.00 Install No Parking Sin EA 8 $ 200.00 $1 600.00 Construct Equestrian Trail Ramp Per Detail F on Sheet 41 EA 15 $ 500.00 $7 500.00 Construct Equestrian Trail Ramp Per Detail G on Sheet 41 EA 3 $ 500.00 $1,500.00 Construct Equestrian Trail Ramp Per Detail H on Sheet 41 EA 2 $ 500.00 $1,000.00 Install Keep Right Sign Per Detail on Sheet 41 EA 3 $ 250.00 $750.00 Install ACO K030 Trench Drain with Class C heavy Duty Grate LF 1,093 $ 10.00 $10,930.00 Install one way sin per Detail on sheet 41 EA 7 $ 135.00 $945.00 Install Yellow Raised Pavement Marker Reftectorized EA 18 $ 5.00 $90.00 Install ACO K900 In -Line Catch Basin with Class C Heavy Duty Grate EA 5 $ . 3,000.00 $15 000.00 Det. 21-No Passing Zone Mutcd Ca. Supplement Detail•21 " LF 275 $ 1.00 $275.00 Suutitotai for r�site Street.im "roYeme t lan' - Su6tot`al "$3$ 25F664_'3.0 15% Contingency $513,849.65 Total $3 939 513.95 Dry Utilities ILOT4 303 $2,400.00 $ 727.200.00 �`" - - � ��`� ,u ;tots . • : ��2Z 2Q0�0 15% Conti n en $ 109,080.00 Total $ 1,663,480.00 Landscaping SF 707,300 $ 4.00 $ 2,829,200.00 .. •- 15% Contingency $ 424;380.00 Total $ 3,253,680.00 -r M.",t a'nch im rov^;elfRO lan Tdtais a Offsite Street Plans Phase 1 $913 638.32 Offsite Street Plans Phase 2 $ 516,604.73 Offsite Signing and Striping Plans Phase 1 $ 125,034.90 Griffin Ranch Transwest Housing Tract No. 32879 Offsite and Onsite.lmprovement Plan Estimate December 16, 2005 De Glt3AA1171AIM NIT CCS 39Tl�LCOST Construct 4.5" A.C. Pavement Over 6" AB SF 99,762 $2.80 $279,333.60 Construct 4" A.C. Pavement Over 6" Crushed AB SF 68,725 $2.60 $178.685.00 Construct 8" Curb and Gutter LF 4,445 $16.00 $71,120.00 Construct Concrete Bus Pad Per City of La Quinta SF 1,320 $8.00 $10,560.00 Construct Curb Ramp EA 3 $500.00 $1,500.00 Construct 10' Cross Gutter Per City of La Quinta SF 1,425 $8.00 $11,400.00 Sawcut and Smooth Join Existin LF 4,514 $1.00 $4,514.00 Remove Existing A.C. Pavement SF 94,135 $0.70 $65,894.50 Construct Gutter Depression for Curb Opening . EA 6 $500.00 $3,000.00 Construct Curb Opening Catch Basin EA 6 $4,000.00 $24,000.00 Construct 6" Median Curb LF 1,134 $9.00 $10,206.00 Remove Existing 6" Median Curb LF 1,085 $3.00 $3,255.00 Protect In Place NA NA Adjust to Grade NA NA Construct Equestrian Trail EA 2 $ 60,500.00 $121,000.00 Construct Two Curb Outlets per City of LQ EA 2 $ . 5,000.00 $10.000.00 SuFit�ta`1tfio�DffsiteSt�ee"t_-:..taA's= �!' �e� •. _ ...; -` ..-:` T � ;, ,�,5_' �3'7�4'�458��1:0„ 15% Contin ency $119,170.22 TOTAL $913,638.32 _ �,- Offsits�Sire'etirrl "iovfneritlahs �tiCei2 Ues`c-n fron x .� ._ Wig 1, W - U NM--- Qt7MB _: 15hI1LG.=- °XMQTA Construct 4" A.C. Pavement Over 6" Crushed AB SF 130,860 $ 2.60 $ 340,236.00 Construct 8" Curb and Gutter LF 2.515 $ .16.00... $.. 40,240.00. Construct Curb Ramp EA 2 $ 500.00 $ 1.000.00 Construct 10' Cross Gutter Per City of La Quinta SF 1,274 $ 4.00 $ 4,987.50 Sawcut and Smooth Join Existing. LF 709 $ 1.00 $ 709.00 Remove ExistingA.C. Pavement SF 65,070 $ 0.70 $ 45,549.00 Construct Gutter Depression for Curb Opening EA 1 $ 500.00 $ 500.00 Construct Curb Inlet Catch Basin EA 1 $ 4,000.00 $ 4,000.00 Construct Four Curb Outlets EA 1 $ 10,000.00 $ 10,000.00 Construct Concrete DrivewayApproach per C of La Quinta . No. 221 EA 2 $ 1,000.00 $ 2,000.00 S;u6totaf oi�OffsifeStreetm'covemen2�ta_, ".; �tjase2' __ ._„��= " 15% Contin en ;- , .449,221�5 x $ 67,383.23 TOTAL $ 616 604.73 Qfifs fe j nin'iiil3St(i _ rt mans, Pt%a",s`k:s lesci tiorJ � :13'�Q»ANTlTY - CO:S , . sMOW �`^" T%L� a ;.Q, White Lane Line Mutcd Ca. Supplement Detail 9 - LF 809 $ 0.50 $ 404.50 White Lane Line Muted Ca. Supplement Detail 12 LF 2,661 $ 0.50 $ 1,330.50 Det.22-No Passing Zone "MutCo Ca. Supplement Detail 22" LF 849 $ 1.00 $ 849.00 Right Ed eline Muted Ca: Supplement Detail 27B LF 672 $ 0.50 $ 336.00 Median Island Muted Ca Supplement Detail 29 LF 1.074 $ 1.00 $ 1,074.00 Channelizing Line Muted Ca Supplement Detail 38 LF 991 $ 0.50 $ 495.50 Bike Lane Line Muted Ca Supplement Detail 39 LF 3.197 $ 0.50 $ 1,598.50 Bike Lane Intersection Line Muted Ca Supplement Detail 39A LF 300 $ 0.50 $ 150.00 Lane Line Extension Through Intersection Muted Ca Supplement Detail 40A LF 94 $ 1.00 $ 94.00 12W-12" White Lane Line LF 956 $ 0.75 $ 717.00 Type IV Turn Arrow EA 10 $ 10.00 $ 100.00 Bike Lane Markings EA 12 $ 40.00 $ 480.00 Type VI Right Lane Drop Arrow EA 3 $ 10.00 $ 30.00 Stop Muted Ca Supplement 36-20 EA 9 $ 20.00 $ 18050- Stop Ahead Muted CA Supplement 313-20 EA 3 $ 150.00 $ 450.00 Type "F" White Reflector Posts Space 25' at Lane Drop EA 4 $ 115.00 $ 460.00 Sign on Post Per City Standard, Sign Callout Per Muted EA 33 $ 135.00 $ 4,455.00 Stop Sin R11 , 24"x24" EA 1 $ 135.00 $ 135.00 Stop Sin RI-1, 30"x30" EA 2 $ 135.00 $ 270.00 Stop Sin Rt-1, 48"x48" EA 2 $ 135.00 $ 270.00 R7-9A, 12"x18" EA 13 $ 135.00 $ 1,755.00 R81A, 12"x5" EA 1 $ 135.00 $ 135.00 R81 B, 12"x5" EA • 2 $ 135.00 $ 270.00 R3-7, 30"x30" EA 2 $ 135.00 $ 270.00 R4-7,.24"40" EA 4 $ 135.00 $ 540.00 R6-1,36"x12" EA 4 $ 135.00 $ 540.00 I Griffin Ranch Transwest Housing Tract No. 32879 Offsite and Onsite Improvement Plan Estimate . December 16, 2005 OMI-1, 24"x24" EA 4 $ 135.00 $ 540.00 OMI4,, 24"x24" EA 3 $ 135.00 $ 405.00 W4-2, 36"x36" EA 1 $. 345.00 $ 345.00 W9-1, NNW EA 1 $ 135.00 $ 135.00 114-1, NNW EA 1 $ 135.00 $ 135.00 Street Name Sin Per City of La Quinta Std. Dwg. No. 500 EA 8 $ 250.00 $ 2,000.00 R2-1,'45 MPH, 36x48" EA 1 $ 200.00 $ 200.00 R2-1, 50 MPH, 36"x48" EA 1 $ 200.00 $ 200.00 W3-1 48"x48" EA 2 $ 250.00 $ 500.00 Remove Existing Striping/Reflectors LF 377 $ 1.00 $ 377.00 Red Painted Curb LF. 173 $ 500.00 $ 86,500.00 ubto`tf1fo OHsite Si mn` aiid Stii n E nst` Phase _ , 1g8 32830, _ 15% Contin en $ 16,308.90 TOTAL $ 125,034.90 Q[fsifeSi ri�naJid�Stri"in FPtai Pli:e32 Right Ed eline Muted Ca. Supplement Detail 27B Mogan_ LF 750 $ 0.50 $ 375.00 Median Island Muted Ca Supplement Detail 29 LF 3,202 $ 1.00 $ 3,202.00 Channeii7ing Line Muted Ca Supplement Detail 38 LF 300 $ 0.50 $ 150.00 Bike Lane Line Muted Ca Supplement Detail 39 LF 2,125 $ 0.50 $ 1,062.50 Bike Lane Intersection Line Muted Ca Supplement Detail 39A LF 300 $ 0.50 $ 150.00 12W-12" White Lane Line LF 274 $ 0.75 $ 205.50 Type IV Turn Arrow EA 5 $ 10.00 $ 50.00 Bike Lane Markings EA 9 $ 40.00 $ 360.00 StoO Muted Ca Su . lement 3B-20. ...EA.. 1 .. ::..$..:. .20.00....$.........._.20.,0.0. Sign on Post Per City Standard, sign Callout Per Muted EA 12 $ 150.00 $ 1,800.00 T "F" White Reflector Posts Space 200' at Lane Drop EA 4 $ 115.00 $ 460.00 Stop Sign RI-1, 30" x 30" EA 1 $ 135.00 $ 135.00 Bike Lane Sin R7-9A, 12"x18" EA 9 $ 135.00 $ 1,215.00 Eng Sign, R81B, 12"x5" EA 1 $ 135.00 $ 135.00 Street Name Sign Per the City of La Quinta EA 2 $ 345.00 $ 690.00 R2-1, 50 MPH, 36"x48" EA 2 $ 350.00 $ 700.00 Remove Existing Striping/Reflectors LF 697 $ 1.00 $ 697.00 Su totSt$fo"°"r__�fslfe`SI nir , ndStt in' _fens Pyas2. 15%Contin ency $ 1,711.05 TOTAL' $ 13,118.05 OfisitgEiln_.'ghase�;Uns'tte_Wateam rGv�men±aarrs�:. Dess ri"'tiOr - " 18" Ductile Iron Water Main ifil.F 417gNJ3WNITQSJ LF 3,939 $ 50.00 $196,950.00 12" Ductile Iron Water Main LF 8,520 $ ' 28.00 $238,560.00 8" Ductile Iron Water Main LF 7,732 $ 18.00 $139,176.00 24" Ductile Iron Tee EA 1 $ 1,500.00 $1,500.00 12" Ductile Iron Tee EA 11 $ 500.00 $5,500.00 8" Ductile Iron Tee EA 4 $ 400.00 $1,600.00 18"x12" Ductile Iron Tee EA 1 $ 750.00 $750.00 12"x8" Ductile Iron Tee EA 15 $ 500.00 $7,500.00 24" Ductile Iron Butterfly Valves EA 3 $ 5,000.00 $15,000.00 18" Ductile Iron Butterfly Valve EA 1 6 $ 3,000.00 $18,000.00 18" Ductile Iron Gate Valves EA 2 $ 3,500.00 $7,000.00 12" Ductile Iron Gate Valves EA 41 $ 1.250.00 $51 250.00 8" Ductile Iron Gate Valves EA 22 $ 800.00 $17 600.00 6" Ductile Iron Gate Valves EA 6 $ 600.00 $3 600.00 24" x 18" Ductile Iron Reducer EA 2 $ 1,500.00 $3,000.00 18" x 6" Ductile Iron Reducer EA 1 $ 750.00 $750.00 12" x 8" Ductile Iron Reducer EA 1 $ 500.00 $500.00 12" x 6" Ductile Iron Reducer EA 1 $ 500.00 $500.00 8"x12" Ductile Iron Reducer EA 2 $ 500.00 $1 000.00 8" x 6" Ductile Iron Reducer EA 4. $ 400.00 $1 600.00 18"x45" Ductile Iron Bend EA 1 $ 750.00 $750.00 18"x90" Ductile Iron Bend EA 1 $ 750.00 1 $750.00 12" x 11 1/4" Ductile Iron Bend EA 35 $ 500.00 $17,500.00 12'W2 1/2" Ductile Iron Bend EA 14 $ 500.00 $7,000.00 12" x 45" Ductile Iron Bend EA 18 $ 500.00 $9,000.00 8" x 11 1/4" Ductile Iron Bend EA 27 $ 400.00 $10,800.00 Griffin Ranch Transwest Housing Tract No. 32879 - Offsite and Onsite Improvement Plan Estimate December 16, 2005 8" x 22 1/2" Ductile Iron Bend EA 8 $ 400.00 $3,200.00 8"x90° Ductile Iron Bend EA 1 $ .400.00 $400.00 8" x 45° Ductile Iron Bend EA 17 $ 400.00 $6,800.00 1" Water Service w/ 3/4" Meter FA 154 $ . 400.00 $61,600.00 6" Wet Barret Fire Hydrant FA 55 $ 3,100.00 $170,500.00 6"BlowOffAssy. FA 8 $ 2,000.00 $16 000 00 S:utitotal= o��O,ffsi_fe�ainf��Fiase�l�Qnslte�W,at_s%!in :a=ovement�tan"" ` _ "'� Y �': -�' 15% Contin en �$�� a5;636�0Q_ $152,345.40 TOTAL $1,167,981.40 Q,nsrte:P,hase�2-=SNater�im r9Xemenf;P:la�.s . Des � Room 1JNtT QC3A7TI�Y . 31NG0 _ ;fQ7A� . 8" DIP Water Main LF 7,784 $ 18.00 $ 140,112.00 12' DIP Water Main LF 5,354 $ 28.00 $ 149,912.00 18" Ductile Iron Water Main LF 2.635 $ 50.00 $ 131 750.00 Install 18"x12" Ductile Iron Tee EA 1 $ 750.00 $ 750.00 Install 12" Ductile Iron Tee FA 1 $ 500.00 $ 500.00 Install 12"x8" Ductile Iron Tee 'FA 11 $ 500.00 $ 5.500.00 Install 8" Ductile Iron Tee EA 2 $ 400.00 $ 800.00 Install 18" Ductile Iron Gate Valve EA 1 $ 3,500.00 $ 3,500.00 Install 12" Ductile Iron Gate Valve EA 26 $ 1,250.00 $ 32.500.00 Install 8" Ductile Iron Gate Valve FA 16 $ 800.00 $ 12,800.00 Install 6" Ductile Iron Gate Valve EA 1 $ . 600.00 $ 600.00 Install 18"x6" Ductile Iron Reducer FA 1 $ 750.00 $ 750.00 Install 12"x8" Ductile Iron Reducer EA 1 $ 500.00 $ 500.00 Install 8"x6" Ductile Iron Reducer EA 8 $ 400.00 $ 3,200.00 Install 12"x11 1/4" Ductile Iron Bend FA 1 $ 500.00 $ 500.00 Install 12"x45" Ductile Iron Bend EA 2 $ 500.00 $ 1,000.00 Install 8"x 11 1/4" Ductile Iron Bend FA 30 $ 400.00 $ 12,000.00 Install 8"x22 1/2" Ductile Iron Bend EA 5 $ 400.00 $ 2,000.00 Install 8"x45° Ductile Iron Bend FA 3 $ 400.00 $ 1,200.00 Install 1" Water Service with 3/4" Meter EA 137 $ 400.00 $ 54,800.00 Install 6" Wet barrel Fire Hydrant Ind. Gate Valve & Tee FA 50 $ 3,100.00 $ 155.000.00 6" Blow -Off Ass . EA 415% 1 $ 2,000.00 $ 2,000.00 $ 106,751.10 Contingency �Offsrtes Rd�ha$Q �OnS1ta�S'ew,e�in roveme.`iit;Ptans �, -- 7NrT LF . _ - --- - Y ,._ _ .: 8" VCP Sewer Main (IliAtalT 16,230 Nl .CUS? $ 35.00 a 0MA9=11 $568,050.00 10" VCP Sewer Main LF 1,596 $ 45.00 $71,820.00 4' Inside Diameter Manholes EA 68 $ 2,500.00 $170,000.00 4" Lateral EA 167 1 $ 400.00 $661,800.00 6" Sewer Cleanout EA 3 1 $ 650.00 $1,950.00 S;SbtotaiOffs`ite andRhas� ` 15%Contingency $131.793.00 TOTAL $1010,413.00 �M. {3Nf C Ql3 fIMP11 JT SJ:ST QTti15 . :es3si . it _ - 8" Sewer Main LF 11,051 $ 35.00 $ 386,785.00 4' Inside Diameter Manholes EA 42 $ 2,500.00 $ 105,000.00 4" Lateral EA 137 $ 400.00 $ 54 800.00 15% Contingency $ 81,987.75 TOTAL $ 628 572.75 O site'sand;Ons"ffe�$totxrl�D�p'�in-'4 I.ans` - - � - tesctiioa;PI. Install 18" RCP Stonn Drain D-Load as Shown on Plan _ QULTL r tt7N(COST IY7 COOS �. LF 1,984 $ 70.00 $138,880'.00 Install 24" RCP Storm Drain. D-Load as Shown on Plan LF 352 $80.00 $28.160.00 Proposed Curb Inlet Catch Basin NA 0 ' $ - $0.00 Griffin Ranch Transwest Housing Tract No. 32879 Offsite and Onsite Improvement Plan Estimate December 16, 2005 Construct Manhole No.t per riverside county flood control Std DWG MH 251 EA 34 $ 3,500.00 $119,000,00 Construct Manhole No-2 per riverside county flood control Std DWG MH 252 EA 11 $ 3,500.00 $38,500.00 Install 18" HDPE Storm Drain LF 4,805 $ 70.00 $336.350.00 Install 24" HDPE Storrs Drain LF 2,839 $ 80.00 $227.120.00 Install 30" HDPE Storm Drain. LF 1,620 $ 90.00 $145,800.00 Install 36" HDPE Storm Drain LF 351 $ 100.00 $35,100.00 Install 42" HDPE Storm Drain LF 343 $ 120.00 $41,160.00 Install 48" HDPE Storm Drain LF 499 $ 140.00 $69.860.00 Install 60" HDPE Storm Drain LF 1,897 $ 110.00 $208.670.00 Install 18" x.450 HDPE Bend EA 13 $ 500.00 $6,500.00 Install 24" X 450 HDPE Bend EA 6 $ 600.00 $3,600.00 Install 30" X 450 HDPE Bend EA 5 $ 700.00 $3 500.00 Install 42" X 45" HDPE Bend EA 3 $ 1,000.00 $3,000.00 Install 48" X 450 HDPE Bend EA 2 $ 1,200.00 $2 400:00 Install 60" X 450 HDPE Bend EA 2 $ 1 600.00 $3,200.00 Install 18" X 11 1140 HDPE Bend EA 5 $ 500.00 $2 500.00 Install 18" x 18" HDPE WYE EA 1 $ 500.00 $500.00 Install 24" x 18" HDPE WYE EA 5 $ 600.00 $3.000.00 Install 30" x 18" HDPE WYE EA 5 $ 700.00 $3 500.00 Install 30" HDPE WYE EA 1 $ 700.00 $700.00 Install 30" X 24" WYE EA 1 $ 700.00 $700.00 Install 60" x 18" HDPE WYE EA 2 $ 1,600.00 $3 200.00 Install 30' X 24" HDPE Reducer EA 1 $ 700.00 $700.00 Construct Maxwell Plus Drainage System EA 15 $ 20,000.00. $300,000.00 Install 60" X 11 1/40 HDPE Bend EA 1 $ 1,000.00 $1,000.00 Install 60" X 22 1/20 HDPE Bend 2 $ 1,000.00 $2,000.00 Install 36X36 Drop inlet W/36"X36" drop inlet W/36"X36" cast iron frame and grate per'enson specifications or approved equal EA 1 $ 1,500.00 $1,500.00 Construct Concrete Connector Pipe collar per riverside County Flood Control Std. DWG No. 803 EA 6 $ 350.00 $2,100.00 Install 18" x 6" HDPE CleanOut EA 4 $ 500.00 $2,000.00 Install 36" x 24" HDPE Reducer EA 1 $ 700.00 $700.00 Install 42" X 30" WYE EA 1 $ 1,000.00 $1,000.00 Install 36" x 24" HDPE WYE EA 2 $ 800.00 $1,600.00 Install 36" x 30" HDPE Reducer EA 1 $ 800.00 $806.00 Install 30" x 18" HDPE Reducer EA 1 $ 700.00 $700.00 Install 36" x 30" HDPE WYE EA 1 $ 800.00 $800.00 Install 30" HDPE TEE outlet structure per detail on sheet 19 EA 1 $ 700.00 $700.00 Install 48" x 30" HDPE WYE EA 1 $ 1,200.00 $1,200.00 Install 48" x 30" HDPE Reducer EA 1 $ 1,200.00 $1,200.00 Install 48" X 6" Reducer EA 1 $ 1,200.00 $1,200.00 Install 24" X 18" HDPE Reducer EA 3 $ 600.00 $1,800.00 Install 60"x 48" HDPE TEE outlet structure per detail on sheet 19 EA 3 $ 1,600.00. $4,800.00 Install 18" HDPE TEE outlet structure per detail on sheet 19 EA 5 $ 500.00 $2,500.00 Install 42"x6" Reducer EA 2 $ 1,000.00 $2,000.00 Install 42" HDPE TEE outlet structure per detail on sheet 19 EA 1 $ 1,000.00 $1,000.00 Install 18" x 6" HDPE Reducer EA 4 $ 500.00 $2,000.00 Install 24" x 6" HDPE Reducer EA 2 $ 600.00 $1,200.00 Install 42" X 24" HDPE TEE EA 1 $ 1,000.00 $1,000.00 Install Bubbler Box Drain. Detail on Sheet 22 EA 1 $ 500.00 $500.00 Install 60" x 6" HDPE Reducer EA 2 $ 1.600.00 $3.200.00 Install 6" HDPE Storm Drain LF 198 $ 60.00 $11,880.00 Install 6" HDPE TEE EA 3 $ 300.00 $900.00 Install 24"X36" Drop inlet W/24"X36" W cast iron frame and grate per 'enson specifications or approved equal EA 2 $ 1,500.00 $3.000.00 Install 24"X24" Drop inlet W/24"X24" W cast iron frame and grate per 'enson specifications or approved equal EA ' 5 $ 1.,500.00 $1,500.00 Construct Wellsite Descharge Gravel Pit Per Detail on Sheet 22 EA 1 $ 2,000.00 $2,600.00 Install 24"x6" Tee EA 4 $ 600.00 $2,400.00 toal+oiy0 �1nr~s}eS2 rm"fla.0 "duem�atP�taa ; _.. 15% Contingency $268,767.00 TOTAL $2,060,547.00 Griffin Ranch Phase 2 ' n� Tract No. 32879 tom" June 26, 2006 UNIT QU/�-fte) f U -TWO-) �TAL � rPhas 2 Irri ati( _I 4� h F A K P" f ^ . Contractor to Abandon Existing 16" Concrete Pipe by crush in place. Slurry fill or remove as needed followed by backfill and compact to 95%. LF 2369 $ 60 $ . 142,140 Contractor to Remove 48" Concrete Baffle EA 2 $ 500 $ 1,000 Contractor to Remove Ex Bling Flange and Connect to Ex. 18" PVC Pipe. EA 1 $ . 200 $ 200 Construct 18" PVC C-905 CL-165 DR 25 Irrigation Main LF - 2639 $: .80 $ 211,120 Install 18" Plug Valve EA 2 $ 3,500 $ 7,000 Install, 18"x90° Ductile Iron Bend EA 2 $ 750 $ 1,500 Install 18" Ductile Iron Crossing EA 1 $ 1,000 $ 1,000 Install 18" Blind Flange EA 1 $ 600 $ 600 Construct 12" PVC C-905 CI-165 DR 25 Irrigation Main LF 7 $ 100 $ 700 Abandon Existing 12" Concrete Pipe by crush in place, slurry fill or remove as needed -followed by backfill and compact to 95% LF 1320 $ 60 $ 79,200 Construct Per Connection Detail Sheet 5 EA 3 $ 3,000 $ 9,000 18"x12" Ductile Iron Tee Polyethylene Encased-10 MIL. EA 2 $ 750 $ 1,500 12" Plug Valve Actuated w/Bury Gear and 2" Operator Nut Model 218703 120 583 202 or Approved Equal' EA 2 $ 3,000 $ 6,000 Contractor to Abandon Existing 20" Concrete Pipe by .. Crush in Place, Slurry Fill or Remove as Needed Followed by Backfill and Compact to 95%. LF 1350 $ 60 1 $ 81,000 OS-6-151otal;.Phase 2 ri" anon Plans �� IS $' 541 960 ��,,.,. ��„ to rouement�Plans „� •? � �` �"'�� Phase 2 Wa r t`rn f � a M10 ". � . Construct 18" Ductile Iron Polyethylene Encased Water LF 2635 $ 50 $ 131,750 Construct 12" Ductile Iron Polyethylene Encased Water LF 5354 $ 30 $ 160,620 Construct 8" Ductile Iron Polyethylene Encased Water LF 7803 $ 20 $ 156,060 Install 18"x12" Ductile Iron tee EA 1 $ 750 $ 750 Install 12" Ductile Iron Tee EA 1 $. 500 $ 500 Install 12"x8" Ductile Iron Tee EA 11 $ 500 $ 5,500, Install 8" Ductile Iron Tee EA 2 $ 350 $ 700 Install 18" Ductile Iron Butterfly Valves EA 1 $ 3,000 $ 3,000 Install 12" Ductile Iron Gate Valve EA 26 $ 1,250 $ 32,500 Install 8" Ductile Iron Gate Valves EA 16 $ 800 $ 12,800 Install 6" Ductile Iron Gate Valves EA 50 $ 600 $ 30,000 Install 18"x6" Ductile Iron Reducer EA 1 $ 750 $ 750 Install 12"x8" Ductile Iron Reducer EA 1 $ 500 $ 500 Install 8"x6" Ductile Iron Reducer-, EA 8 $ 350 $ 2,800 Install 12"x11 1/40 Ductile Iron Bend EA 1 $ 500 $ 500 Install 12"x45° Ductile Iron Bend EA 2 $ 500 $ 1,000 Install 8"x 11 1/4° Ductile Iron Bend EX 30 $ 350 $ 10,500 Install 8"x22 1/2 Ductile Iron Bend EA 5 $ 350 $ 1,750 Install 8" x 450 Ductile Iron Bend EA 3 $ 350 $ 1,050 Install 1" Water Service w/ 3/4 " Meter EA 137 $ , 400 $ 54,800 Install 6" Wet Barrel Fire H drant.Ass ., Incl. GV & Tee EA 50 $ 3;100 $ 155,000 6" Blow-Off.Ass . EA 1 $ 2,000 $ 2,000 Subtotal Pliase 2 Water Im ro�vement Plans L d° , - vF. Irma *F�h- F +g Sx � �; DO; p;764 830 t Griffin Ranch Phase 2 Tract No. 32879 .June 26, 2006 2++�x` ` i +� uazp v.r,�ax t a�u^ask:ga.6 wa P�,iase2Se�werlm_pro�ement Plans 8" VC Sewer Main LF . 10951 $ 30 $ 328,530 4' Inside Diameter Manholes EA 43 $ 2,500 $ 107,500 4" Lateral EA 136 $ 400 $ 54,400 6" Cleanout EA 1 $ 650 $ 650 am ¢',me•.,.e .� seta '9�a x�«es.�s �`� 7m.� t=x; SubtgtalP< se 2Sewerm .rov„ementPlans m p :: " f Totatfor Irn roueme��taPlans �,�. ...(. ), _G,. p'BS... .� . ,� t. 3�xY,Y,4A:.,�fi � �a .��.nXS:� . :�Ev :eiv� h Phase 2 Irrigation $ 541,960 Phase 2 Water $ 764,830 Phase 2 Sewer $ 491,080 Subtotal $ 1,797,870 10% Contingency $ 179,787 Total $ 1,977,657 5% Letter of Credit $ 98,883 The above cost estimate does not include raw land, legal fees, agency permits and fees, professional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, accounting and construction management. MSA Consulting, Inc. makes no representation concerning the estimated quanitites and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. Griffin Ranch Transwest Housing Tract No. 32879 Offsite and Onsite Improvement Plan Estimate December 16, 2005 Offsite Signing and Striping Plans Phase 2 $ 13.118.05 Offsite and Phase 1 Onsite Water Improvement Plans $1;167,981.40 Phase 2 Water Improvement Plans $ . 818,425.10 Offsite and Phase 1 Onsite Sewer Improvement Plans $1,010.413.00 Onsite Phase 2 Sewer Improvement Plans $ .628.572.75 Offsite and Onsite Storm Drain Plans $2,060,547.00 Rough Grading Improvement Plans $1,655,819.45 Onsite Street Improvement Plans $3,939.513.95 Dry Utilities $ 1,563,480.00 LandscaRing $ 3,253 580 00 The above cost estimate does not include raw land, legal fees, agency permits and fees, professional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, accounting and construction management. MSA Consulting, Inc. makes no representation concerning the estimated quanitites and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7063 The following shall always apply. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private `property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing, drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. - RIGHT -OF -WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be.maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (Y4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( " N/A " ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. i City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ RI COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 . COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.C'surfacing placed on a. ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from 'tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. -Trans West Housing, Inc. / Zoltan Grading and Paving, hereinafter. referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday . 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to. 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither.before 8:30 a.m. nor after 4:30 p.m. 7. Work within 500 feet of a signalized intersection shall be performed between, the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation.at the intersection is to be altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page 1 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to 'determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. Pursuant to Section 14.16.110 of the La 'Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this 'permit. 11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction . B. Plan identification C. Time Frame of Closure D. Alternative Routes 12. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 13. Trans West Housing, Inc. / Zoltan Grading and Paving , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture. content. c. Street cleaning shall occur, as necessary, at import and export location. ' d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual ofUniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at hU://mutcd.fhwa.dot.gov/HTMJ2003r1/part6/Dart6-toc.htm and Special Conditions Page 2 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 http://www.dot.ca.gov/hgltraffopslsigntechlmutcdsupplpdfICA-Chap6A-Chap6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities; including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 17. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required. following pad certification and prior to building permit issuance. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. Special Conditions Page 3 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 20. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 21. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the.City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 22. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 29. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of Special Conditions Page 4 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 g. Possible traffic delays h. Time of construction i. Alternate routes. The message board shall be provided for the commuters 48 hours prior, to the start of traffic delays, and the entire message should be readable at the posted speed limit. 30. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in. this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. Special Conditions Page 5 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 G. If any compaction test fails, previously placed backfill (in the. same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 31. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 33. Access and egress to all local properties shall be maintained at all times. 34. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform .to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for. capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: Special Conditions Page 6 of 8 PERMIT NO.7063 Griffin Ranch/Off-site Street Improvements/Tract No. 32879-2 • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3.) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater.. • . For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of V max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall riot be left 0.10' low in anticipation- of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 35. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 36. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has.designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets. not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 38. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 39. If it is the intent of the permittee to cut the pavement' and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 40. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. Special Conditions Page 7 of 8 AVE. 54 a P G7 C7 �7 C+GG? =16 G7 C»C'�+pdd C��00 1 500 FT - \ 500 f MONROE S MAD130N W20.1 ROAD WORK EXISTING CITY OF LA QUINTA R'-' POST AT LEAST 48 TRAFFIC 1 ' HOURS IN ADVANCE CONTROL R SEE NOTE MONROE & MADISON EXPECT DELAYS USE ALTERNATE W9-t ou a a 1111111111111 —WORK-AREA WORK AREA_ — 0 500 FT N511 FT O F I� u W20-4 C9A (CA) 0 � /ONE LANE i GRIFFIN GRIFFIN HOUSEHOLD G IN 0 1 ' RANCH SHALL BE NOTIFIED IN RANCH EXPECT DELAYS SITE ADVANCE OF THE WORK SITE USE ALTERNATE EXISTING ° E a W3.1 AND THElRACCESS. POST AT LEAST48��Q W2D-1 HOURS IN ADVANCE Q ROAD `, 0 EXISTING WORK D _1 AW. :USE DISON POST AT MADISON & AIRPORT BLVD. 0 40 U! �"" \ T DELAYS MADISON ST. Q o TERNATE FOR NORTHBOUND TRAFFIC 0 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE'INACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELI NEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' WIDE TRAFFIC LANE AT ALL TIMES. TRAFFIC SHALL BEAT LEAST T FROM EDGE OF ANY CUT IN THE PAVEMENT. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE ROAD SHALL BE MADE READY FOR TRAFFIC TO DRIVE ON AS AGREED UPON BY THE CONTRACTOR AND THE CITY OF LA QUINTA A CENTER LINE OF DELINEATORS WITH A KEEP RIGHT SIGN PLACED AT EACH END WILL BE USED TO SEPARATE OPPOSING TRAFFIC OVERNIGHT IF THE EXISTING DOUBLE YELLOW LINE IS REMOVED. 7. THE CONTRACTOR SHALL NOTIFY THE POLICE AND FIRE DEPARTMENTS AT LEAST 24 HOURS IN ADVANCE OF THE CLOSURE. 8. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 2. FLAGGER SHALL NOT ALLOW TRAFFIC TO BE STACKED UP INTO THE INTERSECTION AS PER CALIFORNIA VEHICLE CODE SECTION 22526. 9. THE FLAGGING TAPER MAY NEED TO BE SHIFTED TO CLOSE THE NORTH HALF OF THE ROAD. T -•Llr+r�e RIMT LANE MUST TURN Rw ' FIRE <&STATION 0� 500 FT ! Z \ W204 500 FT Q<> �, , AHEAD \ 1 O ROAD R1-1 / �� AHEAD RM 1 EXISTING 500 FT 500 FT a a a 1 1' L-lim MONROE & 500 FT MADISON EXPECT DELAYS 4 I \ USE ALTERNATE 500 FT W20.1 Poste j HOURS IN MONROE ST. /W�ORK\ N W�B S NO SCALE 55 Street Improvements for Griffin Ranch Prime CoMredor Tre1Be Cantrd Cflntrador Zoltan Paving Tops N Barricades, Inc. Phone Prepared By Erased on Standard (800)852-TOPS Ron Fifield M.U.T.C.D. TA-10 1 REV of 2 4/4/07 To Be Issued on Approvalll EXISTING CITY OF LA QUINTA TRAFFIC AVE. 54 t R 500 FT 500 FT �18 -1 4, 4 .-_ RKYITSUUtE 1 � I C i TURIO RIG EXISTING ' FIRE a W20.1 ROAD WORK POST AT LEAST 48 HOURS IN ADVANCE OTE 8 MONROE a MADISON EXPECT DELAYS USE ALTERNATE ROUTE / 4 �lll��llil WORK AREA WORK AREA -. A GRIFFIN HOUSEHOLD G IN v RANCH v SHALL BE NOTIFIED IN RANCH MAD130N MONROE 3 � STATION � -_ - �� __ - - � � � �.- SITE ADVANCE OF THE WORK EVECTDELAY3 E G SITE USE ALTERNATE EXISTING f ; W34 AN D THEIR ACCESS. OS ST 48 W2D_1 HOURS IN ADVANCE ' Q i EXISTING AHeAo _ W20.1 MONROE & ' V � , MADISON POST AT MADISON & AIRPORT BLVD. - ' IEXPECTDELAYS MADISON ST.; _ A"�° USE o ATE FOR NORTHBOUND TRAFFIC NOTES: 1. ALL TRAFFIC CONTROL DEVICES FORTHIS PROJECT SMALL BE'INACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' WIDE TRAFFIC LANE AT ALL TIMES. TRAFFIC SHALL BEAT LEAST 2' FROM EDGE OF ANY CUT IN THE PAVEMENT. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THE ROAD SHALL BE MADE READY FOR TRAFFIC TO DRIVE ON AS AGREED UPON BY THE CONTRACTOR AND THE CITY OF LA QUINTA A CENTER LINE OF DELINEATORS WITH A KEEP RIGHT SIGN PLACED AT EACH END WILL BE USED TO SEPARATE OPPOSING TRAFFIC OVERNIGHT IF THE EXISTING DOUBLE YELLOW LINE IS REMOVED. 7. THE CONTRACTOR SHALL NOTIFY THE POLICE AND FIRE DEPARTMENTS AT LEAST 24 HOURS IN ADVANCE OF THE CLOSURE. 8. FLAGGERS SHALL CONFORM TO THE SPECIFICATIONS ON SHEET 2. FLAGGER SHALL NOT ALLOW TRAFFIC TO BE STACKED UP INTO THE INTERSECTION AS PER CALIFORNIA VEHICLE CODE SECTION 22526. 9. THE FLAGGING TAPER MAY NEED TO BE SHIFTED TO CLOSE THE NORTH HALF OF THE ROAD. ROAD AWAn L GRI 500 FT w20.4 „�., � T �. W20.1 500 FT <!> AHMROAD WORK R1-I AHEAD EXISTING I 500 F500 FT �/'� �i ! - R4, R,- i S ° W9-1 EXISTING Vt. 54 BIT I V MONROE & 500 FT EXISTING EXPECT DELMDEL AYS 4 USE ALTERNATE TE 500 FT W20.1 POST AT LEAST 48 - HOURS IN ADVANCE MONROE ST. ARK AHEAD N W�'B S NO SCALE